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2818 PLACE
1300 HARVEY MITCHEL DRIVE'
RESPONSE TO CITY OF COLLEGE STATION COMMNETS
Page 1 of 12
1101 Texas Avenue, P.O. Box 9960
College Station, Texas 77842
/—� Phone 979.764.3570 / Fax 979.764.3496
CITY OF COLLEGE STATION
MEMORANDUM
August 19, 2007
TO: Ryan Griffis, via fax 972-868-9001
FROM: Lindsay Boyer, AICP, Senior Planner
SUBJECT: 2818 PLACE PROPERTIES (SP)- Site Plan
Staff reviewed the above-mentioned site plan as requested. The following page is a list of staff
review comments detailing items that need to be addressed. Please address the comments
and submit the following information for further staff review:
One (1) revised site and landscaping plan.
$88,592 Parkland Dedication fees prior to issuance of a building permit.
Easement Dedication Sheet and required documents.
The blanket easement dedication was submitted to the city along with the final plat
application
RESPONSE TO STAFF REVIEW COMMENTS NO. 1
September 7, 2007
Project: 2818 PLACE PROPERTIES (SP) — 07-00500192
THE BURY+PARTNERS RESPONSE TO THE CITIES COMMENTS ARE IN UPPER CASE
PLANNING
1. Completely Page 2 of the application. Specifically if any 2 bedroom units have bedrooms
less than 132 sf and the date parkland dedication was approved by the Parks Board.
THE PARK BOARD APPROVED THE MONEY INLIEU OF LAND DURING THEIR JULY 17
MEETING A COPY OF THE MINUTES ARE ATTACHED
THE ARCHITECT HAS ADDRESSED THE BEDROOM AREA QUESTION
2. Provide an overall civil site plan that shows phasing, parking, dimensions, fire lanes, utilities,
easement, and any improvements being made to the site, as well as provide/address the
following items on that site plan. Please see the attached site plans as an example of the
type of submittal we will be expecting.
THIS CIVIL PLAN WAS NOT PREPARED OR SUBMITTED SINCE IT IS NOT REQUIED IN
THE REGULATIONS. WE UNDERSTAND THAT THIS PLAN IS REQUESTED FOR
COORDIANTION OF VARIOUS ELEMENTS OF THE SITE DESIGN. BURY+PARTNERS
DOES NOT EXPECT THE CITY TO TAKE RESPONSIBILITY FOR THE COORDAINATION
OF THE DESIGN.
3. Please clarify the phasing. Is this the planned construction phasing for all infrastructure or
just the buildings? If you are planning to phase all parking, landscaping, infrastructure and
buildings based on this layout, I cannot verify if each phase meets minimum standards. At a
minimum, you will have to have complete firelanes, landscaping to meet the phase, and
parking to support the building, in addition to any sanitation and engineering items.
ALL PARKING LOTS AND INFRASTRUCTURE FOR PHASE ONE WILL BE COMPLETED
ALONG WITH ALL BUILDINGS IN PHASE ONE. THE PHASING OF THE BUILDING WAS
SHOW TO ALLOW FOR THE OCCUPANCY OF BUILDINGS AS THEY ARE COMPLETED. A
SHORT TIME FRAME WILL EXIST OF ABOUT 2 WEEKS THAT WILL BE THE OVERLAP
TIME BETWEEN THE FIRST BUILDING BEING COMPLETED AND INSPECTED AND A CO
ISSUED BY THE CITY AND THE LAST BUILDING BEING INSPECTED AND ITS CO BEING
ISSUED.
4. Provide an adequate parking legend. If you are phasing by building, I need a breakdown of
the type of units in EACH building and the associated parking for each building. Otherwise,
please provide a legend comparable to the following:
# of # of Required
units bedrooms Spaces
1 Bedroom
2 Bedroom
3 Bedroom
4 Bedroom
ALL PARKING WILL BE COMPLETED BEFORE THE BUILDINGS ARE COMPLETED.
THIS TABLE IS NOT REQUIRED.
5. Unit tabulation table is unnecessary on Sheet 4.
THIS TABLE WAS INCLUDED AT OUR DISCRESSION
6. Please remove sheets 2, 3A, and 3B. These are unnecessary
THESE SHEETS WERE INCLUDED AT OUR DISCRESSION
7. Please verify parking spaces provided. I only counted 676 spaces.
8. Provide gross square feet of each building, and the height of each building on the site plan.
THIS INFORMATION IS NOW SHOWN ON THE PHASING PLAN
9. Provide overall density on the civil site plan.
THIS INFORMATION IS NOW SHOWN ON THE PHASING PLAN
10. Provide current owner and zoning of all adjacent properties on civil site plan.
THIS IS SHOWN ON THE PLAT
11. Provide all dimensions on site plan, not separate sheet. Dimensions of building are
unnecessary.
DIMENSIONS REQUIRED BOFOR CONSTRUCTION ARE SHOWN ON THE DIMENSION
PLAN.
12. Show all fire lanes on civil site plan, not separate sheet.
SEE RESPONSE TO COMMENT 2
13. Clearly label and/or show all existing and proposed easements on civil site plan.
SEE RESPONSE TO COMMENT 2
14. Clearly label and/or show all building setbacks on civil site plan.
SEE RESPONSE TO COMMENT 2
15. All parking islands must be at least 180 square feet (9 x 20 or 10 x 18). Where the parking
row is double or at a corner where two parking rows meet, end islands must be at least 360
square feet. A number of the end islands and interior islands do not meet this minimum
standard.
16. You must have at least 41 interior islands, or 7,380 of combined interior island space above
and beyond end island requirement (See UDO, Section 7.2.E).
DUE TO THE LARGE LANDSCAPED AREA BETWEEN THE BUILDINGS AND WITHIN THE
AO ZONED AREA WE BELIEVE THAT THE INTENT OF SECTION 7.2.E IS SATISFIED.
17. All parking spaces must be at least 9 x 20 or 9 x 18 if adjacent to a 4 foot landscape strip or
6 foot sidewalk (See UDO, Section 7.2.C). There appear to be spaces that do not meet this
requirement.
THIS REQUIREMENT IS SATIFIED SINCE ALL SIDEWALKS BETWEEN THE PARKING
AREA AND THE BUILDINGS ARE 6' WIDE. ALL PARKING SPACES AT 20' DEEP IS THEY
ARE NOT ADJACENT TO A 6' SIDEWALK OR A 4' WIDE GRASS STRIP.
18. All dumpsters should be separated from parking rows by a 180 square foot end island.
ALL DUMSTER ARE SHOWN IN A FUNCTIONALLY PROPER LOCATION
19. Show all sidewalks. Is there to be no sidewalk connections from the parking areas to the
buildings? I would assume these would be required at a minimum to comply with ADA
standards, regardless of for the ease of residents. ALL improvements being made to the
site should be shown on the site plan.
THE INTERFACE BETWEEN ALL BUILDINGS AND THE PARKING AREA IS SEPARATED
BY A SIDEWALK.
20. Show all fire department connections on civil site plan, not separate sheet. Fire department
connections must be within 150 feet of a hydrant as the hose would lie. Additionally, these
should be easily accessible/identifiable from the front of the building per the Fire Marshall's
office.
ALL BUILDINGS ARE SPRINKLERED. ALL FDC'S ARE BUILDINGS A
21. All buildings included the clubhouse must be sprinkled, otherwise a second access must be
provided with this phase.
THE CLUB HOUSE WILL HAVE A FIRE PROTECTION SPRINKLER SYSTEM.
22. Show all fire hydrants on civil site plan, not separate sheet. Hydrants should be placed to
cover all buildings. Hose length is 300 feet along driveways with a 150 foot spray arc.
Please make sure all buildings are completely covered.
23. If buildings are over 30 feet in height, a firelane must be provided to accommodate an aerial
apparatus truck. This requires a 26 foot wide firelane which has an outside edge within 15
and 30 feet of the building for the entire length of one side of the building.
THE TOP OF THE EXTERIOR WALL AT THE 3 STORY BUILDINGS IS NOW LESS THAN 30'
AFTER REPLACEMENT OF THE FLOOR JOISTS WITH A LOWER HEADROOM DESIGN.
24. Clearly label the setback for the lot. For areas that are zoned A-O, the front and rear
setback is 50 feet, there is no determined side setback. For R-4, front setback is 25 feet,
the rear is 20 feet, and side setback from the property line is 7.5 feet.
THE SITE PLAN DRAWINGS WILL BE REVISED TO SHOW THE SETBACKS
25. Verify all turning radii for fire lanes. See the Site Design Standards for radii requirements.
ONE SET OF RADI WERE CHANGED AT THE FIRST RIGHT TURN INTO THE SITE.
THREE 'T' TURN AROUNDS WERE ADDED ALONG THE EAST PROPERTY LINE.
26. All standard details for planning items can be found in the Site Design Standards: website:
http://www.cstx.gov/docs/site design standards.pdf
WE USED THESE DETAILS
27. Dimension all opposite and adjacent driveways.
THE SITE PLAN WAS REVISED AS REQUIRED.
28. Provide curbing and curb detail. All pavement must be curbed with 6-inch raised monolithic
curbing.
SEE NOTES ON SHEETS 6 AND 7. SEE DETAILS ON SHEET 24
29. Show all areas to be paved on the site plan.
SEE SHEETS 6 AND 7
30. Provide paving details. In addition, I cannot distinguish the pavement types on the plan
because of the copy quality. If these are on the BCS standard detail sheet, please X out all
details that do not pertain to this development.
WE WILL X OUT THE DETAILS NOT NEEDED
31. Driveway width exceeds the maximum allowable width. (UDO Section 7.3)
THE DRIVEWAY ONTO HARVEY MITCHELL IS A ONE WAY DIVIDED DRIVEWAY. THE
CONFIGURATION SHOWN ALLOWS FOR LEFT AND RIGHT TURNING MOVEMENT LANES
AND WILL PREVENT SIGNIFICANT BACKUP ON-SITE DUE TO THE DELAY IN LEFT TURN
TRAFFIC MOVEMENTS ONTO HARVEY MITCHELL.
32. Dimension driveway throat depth on civil site plan in compliance with UDO Section 7.3.
THE DISTANCE SHOWN FROM HARVEY MITCHELL TO THE FIRST POINT OF CONFLICT
IS 125'. THE ALLOWABLE DISTANCE IN 7.3.c.7 IS 50' THE DRAWING WAS REVISED
33. Provide details for sanitation screening. Plantings only are inadequate. (UDO Section 7.7)
PLANS FOR THE DUMPSTER SCREEN WILL BE INCLUDED IN THE RE-SUBMITTAL.
34. Provide details for sanitation pad. A standard detail is available in the site design standards.
Clearly indicate the type of wall or fence being constructed. Also, all sanitation routes must
be built to a 20 foot firelane pavement standard.
PLANS FOR THE DUMPSTER SCREEN WILL BE INCLUDED IN THE RE-SUBMITTAL.
35. Will the site be fenced? If so, a fencing and gate detail must be provided.
36. Please note that any changes made to the plans, that have not been requested by the City
of College Station, must be explained in your next transmittal letter and "bubbled" on your
plans. Any additional changes on these plans that the City has not be made of aware of will
constitute a completely new review.
Reviewed by: Lindsay Boyer, Senior Planner Date: August 28, 2007
LANDSCAPING/STREETSCAPING/BUFFER
1. Provide parking screening in compliance with UDO Section 7.7.D.5
2. Verify the number of live oaks. I only counted 41 live oaks
3. Verify the number of yaupon hollies. I only counted 7 Yaupon hollies
4. All streetscaping trees must be placed within 50 feet of the ROW.
5. Provide a general note that 100% coverage of groundcover, decorative paving, decorative
rock, or a perennial grass is required in parking lot islands, swales and drainage areas, the
parking lot setback, rights-of-way, and adjacent property disturbed during construction.
6. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced
Pressure Principle Back Flow Device, or a Double-Check Back Flow Device, and installed
as per City Ordinance 2394.
7. All BackFlow devices must be installed and tested upon installation as per City Ordinance
2394.
Reviewed by: Lindsay Boyer, Senior Planner Date: August 28, 2007
ENGINEERING COMMENTS NO. 1 (Site Plan)
1. It is my understanding that the final plat construction documents and site plan construction
documents would be combined into one set leading up to a development permit for all
construction.
THIS WAS DONE
2. Please revise engineers cost estimate to reflect all proposed public infrastructure for the
project.
A REVISED ESTIMATE IS INCLUDED
3. (Drainage Report) It appears this project is in an area which must be evaluated to determine
if detention is required (see Appendix B, Table B-1). In the event that detention is not
recommended for this site, please provide required certification (see Section 11.C.3.b).
4. (Drainage Report) As this project is not proposing detention, please certify that the
development is utilizing rapid conveyance to the primary channel, verifying that the sites
discharge hydrograph and peak is ahead of the main channels hydrograph is such a manor
that it does not create a new resulting peak greater than the main channels existing peak,
so that there are no negative impacts.
5. (Drainage Report) Please provide pre and post flow data for each drainage area as well as
the overall pre and post performance of the site.
6. (Fire Report) Please verify that the proposed Phase 1 or Lot 1 development meets the
minimum design guideline requirements, as Phase 1 or Lot 1 does not appear to be a
looped system.
THE SYSTEM IS INTERNALLY LOOPED. THE CITY AGREED EARLY IN THIS PROJECT
THAT THE CURRENT CONFIGURATION WOULD BE ACCEPTABLE UNTIL THE PHASE 2
DEVELOPMENT WAS CONSTRUCTED. THE WATER MAIN NETWORK ANALYSIS SHOWS
THAT SUFFICIENT PRESSURE AND DISCHARGE FLOWS
7. Please illustrate and dimension all proposed easements required for all public infrastructure
improvements. Please sign and return the temporary blanket easement that was prepared
by out legal department. This must be done prior to beginning construction. These specific
easement dedications need to be submitted once proposed infrastructure locations are field
verified. Please dedicate the easements using the City's Easement Dedication Application.
8. (Sheet 8 and 9) It appears there is easement being proposed for the sanitary sewer system
which provides sewer service to each building. This system should more appropriately be a
private system built to building code standard and does not require easement dedication.
Obviously the sanitary sewer main extension required with the final plat would be public
infrastructure, built to public standard within an easement.
At the beginning of the project we were directed by the city to include all main sanitary sewer
lines in a public easement. We were also told that private utilities cannot cross public utility line.
WE HAVE REMOVED THE EASEMENT LINES FROM SANITARY SEWERS THAT ARE NOT
REQUIRED BY THE FINAL PLAT. SEVERAL AREAS EXIST WHERE THE PRIVATE
SANITARY SEWER CROSSES THE PUBLIC WATER MAIN. CLEARANCES AND PIPE
WALL ADJUSTMENTS FOR SANITARY REASONS ARE SHOWN ON THE PLAN AND
PROFILE FOR THE WATER MAINS
9. (Sheet 8 and 9) It appears there are easements being proposed for some portions of the
storm sewer system. This system should more appropriately be a private system and does
not require easement dedication.
ALL STORM SEWERS ARE INTENDED TO BE PRIVATE. THE DRAWINGS WILL BE SO
NOTED.
10. (Sheet 8 and 9) The internal water system however will need to be built to public standard
within an easement due to the need for public fire hydrants throughout the site. The
easement should cover all public mains, hydrants, meters and isolation valves. The fire line
lead into each building does not need easement after the isolation valve, and the domestic
and irrigation service lines do not need easement after the meters.
THE WATER METERS WERE RELOCATED AS REQUIRED.
11. (Sheet 8 and 9) Please provide plan and profile data
COMMENT NOT UNDERSTOOD
12. (Sheet 8 and 9) Please verify that all water meters have been located within an easement
SEE RESPONSE TO COMMENT 10 ABOVE
13. (Sheet 8 and 9) Please provide water demands for each building or each type of building as
to appropriately size the water meters.
THE WATER REPORT SHOWS THE DESIGN WATER FLOW DEMAND. A LOW GRADE 2"
WATER METER WILL FLOW OVER 160 GPM AT LESS THAN 9 PSI PRESSURE DROP.
14. (Sheet 10 and 11) Please label AO area to remain undisturbed.
THE DRAWING WILL BE REVISED
The following comments pertain to the construction documents titled "Public Utility
Improvements to Serve 2818 Place" and were submitted 6/25/07. These comments were
originally returned 7/12/07. It does not appear that there has been a submittal
addressing these comments to date. It was my understanding that the final plat
construction documents and site plan construction documents would be combined into
one set leading up to a development permit for all construction. When resubmitting to
address the below comments, please note the updated page number if they do not
correspond with the original submittal.
1. As previously stated the utility department is not comfortable with the proposed water main
alignment, as bends under pavement are discouraged.
THIS THYPE OF ARRANGEMENT WILL RESULT IN A SIGNIFICANTLY GREATER NUMBER
OF WATER MAIN FITTINGS AND THRUST BLOCKS AND GREATER CHANCES FOR PIPE
DEFLECTION AND LEAKAGE IN THE FAT CLAYS FOUND ON-SITE. THIS TYPE OF
ARRANGEMETN WILL BE VERY COUNTERPRODUCTIVE OVER THE LIFE CYCLE OF THE
PROJECT.
2. Please provide the detailed construction documents for the connection to the sanitary
sewer lift station. The lift station area will need to be repaired to pre-construction
conditions.
THE DETAIL WAS ADDED
3. (Sheet 4 & 5) Please label the sanitary sewer main material types as SDR26-ASTM F679
or ductile iron, thru out plans.
THIS NOTE WAS ADDED
4. (Sheet 4 & 5) Please check all notes in plan in profile, as the pipe size is not consistent on
these plans.
THIS CHANGE WAS MADE
5. (Sheet 4 & 5) Please revise note for Detail S4-02 and S3-03 regarding bedding detail, as it
should be S2-02, this is inconsistent throughout plans.
THIS CHANGE WAS MADE
6. (Sheet 4 & 5) Please make a note on the plans requiring all water/sanitary conflicts to
meet TCEQ minimum standards, please describe in detail these requirements.
THIS CHANGE WAS MADE
7. (Sheet 4) The required pier size for an 18-in is a 36-in pier (pipe size plus 18-in), see detail
S4-00.
THE PIERS WILL BE DESIGNED BY THE FOUNDATION ENGINEER.
8. (Sheet 4) Concerning the sanitary sewer aerial crossing, please provide the runs that
depict the proposed floodway encroachment to result in a zero rise per Flood Hazard
Protection Ordinance, Section 5.G.2.d.
THIS ANALYSIS IS BEING PREPARED BY DODSON AND ASSOCIATES
9. (Sheet 4 & 5) Please read the "Flushing Design" requirement in the BCS Design
Guidelines to verify that additional air relief valves and flushing appurtenances are not
needed.
FIRE HYDRANTS ARE IN PLACE TO PROVIDE ADEQUATE FLUSHING
10. (Sheet 5) Please read TCEQ 290.44.f.2, pertaining to water lines laid under flowing or
intermittent streams. You will need to provide a valve on either side of the encasement in
these areas.
THESE VALVES HAVE BEEN SHOWN ON THE PLANS
11. (Sheet 5) Please read BCS Design Guidelines, Domestic Water, specifically the "Crossing"
section. Please verify that the below grade creek crossing encasement is adequate in
length.
THIS CHANGE WAS MADE
12. (Sheet 4, 5, 6 & 7) In profile, please provide detail of vertical transitions.
THIS ADDITION WAS MADE
13. (Sheet 4 & 5) A gate valve is required every 800-ft.
THIS WAS INCLUDED
14. (Sheet 4, 5, 6 & 7) Two gate valves should be used in all tees, such as the fire hydrant
locations, and may satisfy the previous comment.
A GATE VALVE IS NOT INTENTED IN THE CITY REGULATIONS TO BE INCLUDED AT
EACH FIRE HYDRANT. THIS IS NOT PROPER DESIGN AND INCREASES THE CHANCE
OF WATER MAIN LEAKS AND INCREASES MAINTENANCE REQUIRED BY THE CITY TO
KEEP THE VALVES OPERABLE
15. (Sheet 4, 5, 6 & 7) Please label the water main material type: Pressure Class 200, DR-14,
AWWA C-909, this is incorrect throughout plans
THIS CHANGE WAS MADE
16. (Sheet 4, 5, 6 & 7) Please illustrate all valves, hydrants, bends, connections, fittings, etc in
profile as done in plan view.
ELBOWS WILL NOT BE SHOWN IN THE PROFILE AS THIS DOES NOT ADD TO THE
VALUE OF THE PROFILE AND THE STATIONING OF THE ELBOW IS SHOWN ON THE
PLAN VIEW
17. (Sheet 4, 5, 6 & 7) On all fire suppression line, an isolation valve is required just inside the
PUE. Also note on the plans that fire suppression lines shall have a lockable lid on the
isolation valve. The lockable lid shall, at a minimum supply protection as the AMP or USA,
LL562 Locking Lid. Alternate lockable lids shall be approved by College Station Utilities
Director or his designee.
A NOTE WAS ADDED TO SPECIFY THE LOCKING LID
18. (Sheet 6 & 7) The required encasement pipe for a 10-in main is an 18-in casing.
19. (Sheet 6 & 7) Bedding Detail should be W4-02 not S2-02.
THIS CHANGE WAS MADE
20. (Sheet 7) The appropriate casing for a 12-in main is a 20-in casing.
THE NEW WATER MAIN IS LOCATED ABOVE THE PROPSED BOX CULVERT. THE LEAK
TESTING CAPABILITY REQUIRED FOR A SUBMERGED CROSSING IS NOT REQUIRED
21. (Sheet 7) A gate valve is missing around Sta. 17+00, for the creek crossing.
THE NEW WATER MAIN IS LOCATED ABOVE THE PROPSED BOX CULVERT. THE LEAK
TESTING CAPABILITY REQUIRED FOR A SUBMERGED CROSSING IS NOT REQUIRED
Reviewed by: Josh Norton Date: August 28, 2007
ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION
WE HAVE SENT UPDATED SITE PLAN BACKGROUNDS TO WELDON DAVIS OF CSTX
AND GREG BURKHALTER OF BTUTILITIES.
1. Developer provides temporary blanket easement for construction purposes.
2. Developer provides easements for electric infrastructure as installed for electric lines
(including street lights). These are to be provided by a RPS after installation and executed
by plat or separate instrument.
3. The following easements will be required: 10' PUE along the south line of the tract, this
being the line in common with TAMU parcel; and a 10'PUE along the west line of the tract,
this being the line in common with the Linda Preston-Shepard parcel.
GENERAL ELECTRICAL COMMENTS
1. Developer installs conduit per City specs and design.
2. City will provide drawings for conduit installation. Customer has CSU detail plans for
subdivision layout along with layout for the boring of FM 2818 to get to site.
3. Developer provides 30' of rigid or IMC conduit for riser poles. City installs riser.
4. Developer to intercept existing conduit at designated transformers and extend as required.
5. If conduit does not exist at designated transformer, developer to furnish and install conduit
as shown on electrical layout.
6. Developer pours transformer pad(s) per City specs and design.
7. Developer installs pull boxes and secondary pedestals as per City specs and design (pull
boxes and secondary pedestals provided by the City).
8. Developer provides digital AutoCAD 2000 or later version of plat and/or site plan. Email to:
wdavis@cstx.gov.
9. Developer provides load data for project.
10. To discuss any of the above electrical comments please contact Weldon Davis at
979.764.5027.
Reviewed by: Weldon Davis Date: August 14,2007
SANITATION
1. Some dumpster enclosure locations need to be turned and angled to meet Sanitation
access requirements. Have developer contact myself or Rodney Harris at 764-3690.
Reviewed by: Wally Urrutia / Rodney Harris Date: August 17, 2007
STAFF REVIEW COMMENTS
Project: 2818 PLACE - PLACE PROPERTIES (FP) - 07-00500136
ENGINEERING COMMENTS (Construction Document Comments)
1. As previously stated the utility department is not comfortable with the proposed water
main alignment, as bends under pavement are discouraged.
2. Please provide the detailed construction documents for the connection to the sanitary
sewer lift station. The lift station area will need to be repaired to pre-construction
conditions.
3. (Sheet 4 & 5) Please label the sanitary sewer main material types as SDR26-ASTM
F679 or ductile iron, thru out plans.
4. (Sheet 4 & 5) Please check all notes in plan in profile, as the pipe size is not consistent
on these plans.
5. (Sheet 4 & 5) Please revise note for Detail S4-02 and S3-03 regarding bedding detail, as
it should be S2-02, this is inconsistent throughout plans.
6. (Sheet 4 & 5) Please make a note on the plans requiring all water/sanitary conflicts to
meet TCEQ minimum standards, please describe in detail these requirements.
7. (Sheet 4) The required pier size for an 18-in is a 36-in pier (pipe size plus 18-in), see
detail S4-00.
8. (Sheet 4) Concerning the sanitary sewer aerial crossing, please provide the runs that
depict the proposed floodway encroachment to result in a zero rise per Flood Hazard
Protection Ordinance, Section 5.G.2.d.
9. (Sheet 4 & 5) Please read the "Flushing Design" requirement in the BCS Design
Guidelines to verify that additional air relief valves and flushing appurtenances are not
needed.
10. (Sheet 5) Please read TCEQ 290.44.f.2, pertaining to water lines laid under flowing or
intermittent streams. You will need to provide a valve on either side of the encasement
in these areas.
11. (Sheet 5) Please read BCS Design Guidelines, Domestic Water, specifically the
"Crossing" section. Please verify that the below grade creek crossing encasement is
adequate in length.
12. (Sheet 4, 5, 6 & 7) In profile, please provide detail of vertical transitions.
13. (Sheet 4 & 5) A gate valve is required every 800-ft.
14. (Sheet 4, 5, 6 & 7) Two gate valves should be used in all tees, such as the fire hydrant
locations, and may satisfy the previous comment.
15. (Sheet 4, 5, 6 & 7) Please label the water main material type: Pressure Class 200, DR-
14, AWWA C-909, this is incorrect throughout plans
16. (Sheet 4, 5, 6 & 7) Please illustrate all valves, hydrants, bends, connections, fittings, etc
in profile as done in plan view.
17. (Sheet 4, 5, 6 & 7) On all fire suppression line, an isolation valve is required just inside
the PUE. Also note on the plans that fire suppression lines shall have a lockable lid on
the isolation valve. The lockable lid shall, at a minimum supply protection as the AMP or
USA, LL562 Locking Lid. Alternate lockable lids shall be approved by College Station
Utilities Director or his designee.
18. (Sheet 6 & 7) The required encasement pipe for a 10-in main is an 18-in casing.
19. (Sheet 6 & 7) Bedding Detail should be W4-02 not S2-02.
20. (Sheet 7) The appropriate casing for a 12-in main is a 20-in casing.
21. (Sheet 7) A gate valve is missing around Sta. 17+00, for the creek crossing.
Home of Texas A&M University
2818 PLACE RESPONSE TO COMMENTS
ALL COMMENTS DIRECTED AT DRAWING REVISIONS HAVE BEEN MADE
STAFF REVIEW COMMENTS NO. 1
Project: 2818 PLACE - PLACE PROPERTIES PH. 1 (PP) - 07-00500135
PLANNING
1. Utility easements are required along the rear of all property (Subdivision Regulations,
Section 8-1.2)
WE ARE SUBMITTING A REQUEST FOR VARIANCE
2. Remove building lines and include note that all setbacks are according to the City of
College Station Unified Development Ordinance.
THE PLAT HAS BEEN REVISED TO REFLECT COMPLIANCE WITH THIS COMMENT
3. The maximum block length for this lot is 800 feet along 2818. In order to plat in the
current configuration without breaking the 2117.74 foot frontage, we will need a letter
requesting a variance to Section 8-J.2 of the City's Subdivision Regulations
addressing the required findings of a variance as delineated in Section 5-A of the
Subdivision Regulations, as well as the variance fee of $100.
4. We do not have any of the required dedication forms for this property from the Parks
Department. Plats must be reviewed by Parks staff for administrative fee dedications
where land dedication would be less than 3 acres, or reviewed by the Parks and
Recreation Advisory Board prior to scheduling this plat for Planning and Zoning.
WE RECEIVED AN EMAIL TODAY STATING THAT THE PARKS BOARD WILL
ACCEPT THE FEE INLIEU OF LAND
5. Off-site easements cannot be dedicated by plat since they are outside the bounds of
the subdivision. You will need to file the proposed easement for the sewer by
separate instrument.
THE PLAT HAS BEEN REVISED TO REFLECT COMPLIANCE WITH THIS COMMENT
6. Due to an incomplete submittal on the deadline, the following departments have not
yet received this file and we do not have their comments — TxDOT, BTU, Verizon,
Suddenlink, Police, Atmos, Sanitation, Parks, Utilities, and Fire. Their deadline for
th nd
comment is June 18 . Construction document comments are due July 2 . You will
th
receive complete comments on June 18 . We are unable to schedule this plat for the
th
July 5 meeting since this plat has not yet been reviewed by all reviewing entities.
7. New comment: Per our Commercial Building Plans Examiner, Benjamin McCarty — "I
reviewed the plans for Place Properties phasing plan (included with the building
plans). Each phase has handicapped parking shown; however, the handicapped
parking spaces are not van spaces and need to be handicapped van-accessible
parking spaces to comply with section 1106.5 of the 2006 International Building
Code. Please have them adjust the site plan to reflect the above comment."
THE SITE PLANS WILL BE REVISED TO REFLECT THIS COMMENT AND
SUBMITTED AT THE PROPER TIME
Reviewed by: Lindsay Boyer, Staff Planner Date: June 11, 2007
ENGINEERING COMMENTS NO. 1 (Preliminary & Final Plat Comments)
1. Please provide an utility easement along the east property line.
THE PLANS HAVE BEEN REVISED TO REFLECT COMPLIANCE WITH THIS
COMMENT
2. The final plat illustrates an 18-in sanitary sewer main extension; however the
construction documents illustrate a 15-in main.
AN 18" SEWER WILL BE USED
Reviewed by: Josh Norton Date: June 18, 2007
ENGINEERING COMMENTS NO. 1 (Construction Document Comments)
1. Please submit sanitary sewer report, verifying capacity and the ability for future
extension.
REPORT WAS IN ORIGINAL SUBMITTAL, CONFIRMED W/ JOSH NORTON ON
6/22/ 07
2. Please submit water system report.
A WATER SYSTEM MODEL IS ENCLOSED
3. Please submit letter of acknowledgement, which can be found on bcsunited.net.
LETTER IS SUBMITTED IN PACKAGE
4. Please submit erosion control plan.
SHEET ADDED TO PLANS
5. Please provide engineer's cost estimate for the public infrastructure improvements.
SUBMITTED IN PACKAGE
6. Please submit the temporary blanket easement dedication application and all
appropriate supporting documentation. The temporary blanket easement
needs to be dedicated to the City and processed thru the Planning and
Development Services office.
SUBMITTED IN PACKAGE
7. Please provide TxDOT permit application for any utility or access construction
activities that will take place in the TxDOT right-of-way. These applications
should be submitted to the City of College Station Planning and Development
Services office for review to be forwarded to TxDOT.
SUBMITTED IN PACKAGE
8. Please provide a description of intent to extend the proposed water system to
Lot 2 and ultimately looped back to 2818, to meet the City's looping
requirements. It may also be helpful in this description to explain the timeline
for build out of the 2 sites.
SUBMITTED IN PACKAGE
9. Please look at the BCS Design Guidelines, Domestic Water, specifically under
"Horizontal Layout", which discourages placing fittings and connection under
pavement.
DUE TO SEVERE SPACE LIMITIATIONS WE REQUEST THAT THIS DESIGN
REMAIN IN PLACE
10. Would it be possible to run the water main along the eastern property line, it
appears that may accomplish the requirements with a shorter run of pipe, as
well as address the previous comment.
THE EASEMENT WAS SHOWN. THE ALTERNATE ARRANGEMENT CAUSED
ADDITIOANL PROBLEMS WITH THE SEWER AND FIRE LEAD
ARRANGEMENT
11. The final plat illustrates an 18-in sanitary sewer main extension; however the
construction documents illustrate a 15-in main.
18" SEWER WILL BE USED
12. The BCS Design Guidelines do not address the use of 15-in sanitary sewer
mains, however if your sanitary sewer report shows the need for a 15-in main
then it should be addressed in your letter of acknowledgement for "Special
Designs".
18" SEWER WILL BE USED
13. Please provide the detailed construction documents for the connection to the
sanitary sewer lift station. The lift station area will need to be repaired to pre-
construction conditions.
SHEET ADDED TO PLANS
14. Please provide the easement dedication application and all appropriate
supporting documentation for the 20-PUE needed to cross the Preston-
Shepard tract. This PUE needs to be dedicated to the City and processed
thru the Planning and Development Services office.
SUBMITTED IN PACKAGE
15. There appears to have been an oil well site on this property in the past,
please provide documentation that this well site has been properly
abandoned.
THE ESA PHASE ONE CLEARED THIS SITE
16. Structural backfill is required in all areas where mains will be located under
pavement.
THE DRAWING DETAIL WAS MODIFIED
17. (Sheet 4 & 5) Please label the sanitary sewer main material types as SDR26-
ASTM F679 or ductile iron.
THE DRAWING DETAIL WAS MODIFIED
18. (Sheet 4) Please revise "encasement in concrete" note, as it should read
cement stabilized backfill. This standard is not covered in Detail S4-02,
please revise.
THE DRAWING DETAIL WAS MODIFIED
19. (Sheet 4) In areas where cover is less than 3.5-ft, please provide cement
stabilized backfill.
THE DRAWING DETAIL WAS MODIFIED
20. (Sheet 4) Please verify the availability of 15-in DIP for the aerial crossing, as
it may only come in 12 and 16.
WE WILL USE 18" DIA. PIPE
21 . (Sheet 4) The required pier size for a 15-in or 16-in pipe is a 34-in to 36-in
pier, please revise note.
We will use a 36" dia. Pier for the 18" dia. pipe
22. (Sheet 4) Please revise note "See Detail S2-00" to Detail S4-00.
DRAWING CHANGED
23. (Sheet 4) For the aerial crossing please note the use of MJ bells with
retaining glands, which should be located at the piers.
DRAWING CHANGED
24. (Sheet 4) Please verify design with BCS Unified Guidelines, Specs and
Detail. Detail S4-00 illustrates piers as needing to be a min. of 6-ft below
grade.
THE DRAWING SHOWED 1 PIER WITH A 5' DEPTH. IT WAS REVISED
25. (Sheet 4) Concerning the sanitary sewer aerial crossing, please provide the
runs that depict the proposed floodway encroachment to result in a zero rise
per Flood Hazard Protection Ordinance, Section 5.G.2.d.
THESE RUNS ARE BEING PREPARED BY DODSON AND ASSOCIATES AND
WILL BE READY NEXT WEEK
26. (Sheet 5) The line termination at the property line must terminate in a
manhole or a full length of pipe with a clean-out.
THE DRAWING WAS REVISED TO SHOW A MANHOLE
27. (Sheet 6 & 7) Please provide slope of proposed water main layout. Please
read the "Flushing Design" requirement in the BCS Design Guidelines to
verify that additional air relief valves and flushing appurtenances are not
needed.
THE DRAWING WAS REVISED TO ADD THE SLOPES AND VALVES
28. (Sheet 6 & 7) Please read TCEQ 290.44.f.2, pertaining to water lines laid
under flowing or intermittent streams. You will need to provide a valve on
either side of the encasement in these areas.
THE DRAWING WAS REVISED TO ADD THE SLOPES AND VALVES
29. (Sheet 6 & 7) Please read BCS Design Guidelines, Domestic Water,
specifically the "Crossing" section. Please verify that the below grade creek
crossing encasement is adequate in length.
THE LENGTH OF THE ENCASEMENT WAS EXTENDED
30. (Sheet 6 & 7) The required encasement pipe for a 10-in main is an 18-in
casing.
THE CASING WAS CHANGED
31 . (Sheet 6 & 7) In profile, please provide detail of vertical transitions.
DETAIL ADDED
32. (Sheet 6 & 7) A gate valve is required every 800-ft.
VALVE ADDED
33. (Sheet 6 & 7) Two gate valves should be used in all tees, such as the fire
hydrant locations, and may satisfy the previous comment.
VALVES ADDED
34. (Sheet 6 & 7) Please label the water main material type: Pressure Class 200,
DR-14, AWWA C-909.
DRAWING REVISED
35. (Sheet 6 & 7) Please illustrate all valves, hydrants, bends, connections,
fittings, etc in profile as done in plan view.
DRAWING REVISED
36. FYI for Site Plan - Staff noticed that the dumpster is located on an easement.
Please be aware of the following and add a note to the site plan that states
that if utilities need to be accessed within the easement and the dumpster
enclosure needs to be removed, that it will be the owner's responsibility to
repair or replace the structure.
NOTE ADDED
37. FYI for Site Plan — The fire code only allows for 200 dwelling units per access
point.
WE HAVE 196 UNITS FOR ONE ACCESS POINT
38. In addition to the following standard comments, if more than 5 acres will be
disturbed during construction of this project a NOI must be filed with the state
and a copy provided to the CoCS. Storm water management requirements
are as follows, any questions may be directed to Donnie Willis, CoCS
Drainage Inspector, at 979-764-6375:
A SWP3 SHEET AND DETAILS WILL BE ADDED AS DISCUSSED ABOVE
Storm Water Discharges from Small Construction Activities
The Texas Commission on Environmental Quality has issued a general permit
for construction activities under the Texas Pollution Discharge Elimination
System. The general permit (TXR150000) is for construction activities
disturbing at least 1 but less than 5 acres or is part of a common plan of
development disturbing at least 1 but less than 5 acres.
You will need to follow these steps to discharge storm water from your
construction site to the City of College Station's Municipal Separate Storm
Water Sewer System (MS4):
1 . Read the general permit (TXR150000) to make sure it applies to your
situation.
2. Adhere to the requirements of the general permit (TXR150000).
3. Prepare and implement a Storm Water Pollution Prevention Plan in
accordance with Part III of the general permit (TXR150000).
4. Sign and post a construction site notice.
5. At least 2 days before beginning construction, provide a copy of the site
notice to the operator of any Municipal Separate Storm Water Sewer
System (MS4) into which storm water will be discharged.
A MS4s include streets, channels, gutters, ditches or anything else that is
publicly owned, designed or used to collect or transport storm water.
As long as you meet the conditions of this general permit, you are authorized to
discharge storm water.
No notice of intent (NOI), notice of termination (NOT), or fee is required under
this option—as long as the requirements of this general permit are followed.
This particular general permit will expire at midnight on March 5, 2008.
A copy of General Permit TXR150000 can be obtained from TCEQ at:
http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/t
xr150000.pdf
A copy of the construction site notice can be obtained from TCEQ at:
http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/t
xr152d2.pdf
Reviewed by: Josh Norton Date: June 18, 2007
ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION
1. Developer provides temporary blanket easement for construction purposes.
DONE ABOVE
2. Developer provides easements for electric infrastructure as installed for
electric lines (including street lights).
EASEMENTS AS REQUIRED
3. Electrical and/or Public Utility Easements will be requested by College Station
Utilities as the master plan and individual phase plats are submitted.
WE SUBMITTED THESE PLANS ON 6/20 TO MR. DAVIS AND T BRENT AT
BTU
4. Due to an extended lead time for transformer deliveries a current plat and/or
site plan needs to be submitted to Brent Read at College Station Utilities as
soon as possible.
THIS PLAN WAS SUBMITTED IN MAY
GENERAL ELECTRICAL COMMENTS
ALL OF THESE COMMENTS WILL BE ADDRESSED ON THE SITE PLANS
1. Developer installs conduit per City specs and design.
2. City will provide drawings for conduit installation.
3. Developer provides 30' of rigid or IMC conduit for riser poles. City installs riser.
4. Developer to intercept existing conduit at designated transformers and extend
as required.
5. If conduit does not exist at designated transformer, developer to furnish and
install conduit as shown on electrical layout.
6. Developer pours transformer pad(s) per City specs and design.
7. Developer installs pull boxes and secondary pedestals as per City specs and
design (pull boxes and secondary pedestals provided by the City).
8. Developer provides digital AutoCAD 2000 or later version of plat and/or site
plan. Email to bread@cstx.gov.
9. Developer provides load data for project.
10. To discuss any of the above electrical comments please contact Brent Read
at 979.764.5026.
Reviewed by: Brent Read Date: June 13, 2007
FIRE
1 . No comments
Reviewed by: Steve Smith Date: 06/12/07
l
(*ffill1114
CITY OF COLLEGE STATION
Planning dr Development Services
1101 Texas Avenue, P.O. Box 9960
College Station, Texas 77842
Phone 979.764.3570 / Fax 979.764.3496
MEMORANDUM
July 12, 2007
TO: Randall Siemons, via email
FROM: Josh Norton
SUBJECT: 2818 PLACE - PLACE PROPERTIES (FP) - Final Plat
Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff
review comments detailing items that need to be addressed. Please submit the following
documents for review:
One (1) set of revised construction documents
Upon receipt of the required documents for the Planning & Zoning meeting, your project will be
considered formally filed with the City of College Station.
If you have any questions or need additional information, please call me at 979.764.3570.
Attachments: Staff review comments
cc: Ryan Griffis, via email
Case file #07-00500136
Home of Texas A&M University
2818 PLACE RESPONSE TO COMMENTS
ALL COMMENTS DIRECTED AT DRAWING REVISIONS HAVE BEEN MADE
STAFF REVIEW COMMENTS NO. 1
Project: 2818 PLACE - PLACE PROPERTIES PH.1 (FP) - 07-00500136
PLANNING
1. Application: Plats dedicating public infrastructure cannot be Minor Plats. The
additional $100 for a final plat is required.
CHECK WILL BE INCLUDED
2. Title block should include "Final Plat"
PLAT REVISED
3. Remove certification of approval by City Council.
PLAT REVISED
4. Remove the Attest line from certificate of approval by Planning and Zoning
Commission.
PLAT REVISED
5. Remove building lines and include note that all setbacks are according to the City of
College Station Unified Development Ordinance.
PLAT REVISED
6. Remove all existing and proposed utility lines. Only existing and proposed easements,
floodplain, zoning and lot lines should be shown on the final plat.
PLAT REVISED
7. Remove topographic lines.
PLAT REVISED
8. Utility easements are required along the rear of all property (Subdivision Regulations,
Section 8-1.2).
VARIENCE REQUESTED IN LETTER ENCLOSED.
9. Off-site easements cannot be dedicated by plat since they are outside the bounds of
the subdivision. You will need to file the proposed easement for the sewer by
separate instrument.
DEDICATION APPLICATION ENCLOSED
10. We do not have any of the required dedication forms for this property from the Parks
Department. Plats must be reviewed by Parks staff for administrative fee dedications
where land dedication would be less than 3 acres, or reviewed by the Parks and
Recreation Advisory Board prior to scheduling this plat for Planning and Zoning.
WE HAVE BEEN DISCUSSING THE PLANS WITH THE PARKS DEPARTMENT
THEY WILL ACCEPT FEE INLIEU OF LAND
11. Due to an incomplete submittal on the deadline, the following departments have not
yet received this file and we do not have their comments — TxDOT, BTU, Verizon,
Suddenlink, Police, Atmos, Sanitation, Parks, Utilities, and Fire. Their deadline for
th nd
comment is June 18 . Construction document comments are due July 2 . You will
th
receive complete comments on June 18 . We are unable to schedule this plat for the
th
July 5 meeting since this plat has not yet been reviewed by all reviewing entities.
12. New comment: Per our Commercial Building Plans Examiner, Benjamin McCarty —
"I reviewed the plans for Place Properties phasing plan (included with the building
plans). Each phase has handicapped parking shown; however, the handicapped
parking spaces are not van spaces and need to be handicapped van-accessible
parking spaces to comply with section 1106.5 of the 2006 International Building
Code. Please have them adjust the site plan to reflect the above comment."
THIS WILL BE ADDRESSED IN SITE PLAN COMPLETION
13. Please note that any changes made to the plans, that have not been requested by
the City of College Station, must be explained in your next transmittal letter and
"bubbled" on your plans. Any additional changes on these plans that the City has not
been made aware of will constitute a completely new review.
Reviewed by: Lindsay Boyer, Staff Planner Date: June 11, 2007
ENGINEERING COMMENTS NO. 1 (Preliminary & Final Plat Comments)
1. Please provide an utility easement along the east property line.
PLAT REVISED
2. The final plat illustrates an 18-in sanitary sewer main extension; however the
construction documents illustrate a 15-in main.
PLAT REVISED
Reviewed by: Josh Norton Date: June 18, 2007
NOTE:Any changes made to the plans,that have not been requested by the City of College Station, must
be explained in your next transmittal letter and"bubbled"on your plans.Any additional changes on these
plans that have not been pointed out to the City,will constitute a completely new review. 2 of 6
ENGINEERING COMMENTS NO. 1 (Construction Document Comments)
1. Please submit sanitary sewer report, verifying capacity and the ability for future extension.
DONE
2. Please submit water system report.
DONE
3. Please submit letter of acknowledgement,which can be found on bcsunited.net.
DONE
4. Please submit erosion control plan.
DONE
5. Please provide engineer's cost estimate for the public infrastructure improvements.
DONE
6. Please submit the temporary blanket easement dedication application and all appropriate supporting
documentation. The temporary blanket easement needs to be dedicated to the City and processed thru
the Planning and Development Services office.
DONE
7. Please provide TxDOT permit application for any utility or access construction activities that will take
place in the TxDOT right-of-way. These applications should be submitted to the City of College Station
Planning and Development Services office for review to be forwarded to TxDOT.
DONE
8. Please provide a description of intent to extend the proposed water system to Lot 2 and ultimately looped
back to 2818, to meet the City's looping requirements. It may also be helpful in this description to
explain the timeline for build out of the 2 sites.
DONE SEE PLAN ON WATER MODEL AND OVERALL UTILITY PLAN
9. Please look at the BCS Design Guidelines, Domestic Water, specifically under"Horizontal Layout", which
discourages placing fittings and connection under pavement.
SEE RESPONSE TO SAME COMMENT IN P PLAT LIST
10. Would it be possible to run the water main along the eastern property line, it appears that may
accomplish the requirements with a shorter run of pipe, as well as address the previous comment.
SEE RESPONSE TO SAME COMMENT IN P PLAT LIST
11. The final plat illustrates an 18-in sanitary sewer main extension; however the construction documents
illustrate a 15-in main.
DONE
12. The BCS Design Guidelines do not address the use of 15-in sanitary sewer mains, however if your
sanitary sewer report shows the need for a 15-in main then it should be addressed in your letter of
acknowledgement for"Special Designs".
SEE RESPONSE TO SAME COMMENT IN P PLAT LIST
13. Please provide the detailed construction documents for the connection to the sanitary sewer lift station.
The lift station area will need to be repaired to pre-construction conditions.
SEE RESPONSE TO SAME COMMENT IN P PLAT LIST
14. Please provide the easement dedication application and all appropriate supporting documentation for the
20-PUE needed to cross the Preston-Shepard tract. This PUE needs to be dedicated to the City and
processed thru the Planning and Development Services office.
SEE RESPONSE TO SAME COMMENT IN P PLAT LIST
15. There appears to have been an oil well site on this property in the past, please provide documentation
that this well site has been properly abandoned.
SEE RESPONSE TO SAME COMMENT IN P PLAT LIST
A PARTIAL COPY OF THE DRAFT ENVIRONMETNAL SITE ASSESSMENT FOR THE SITE WAS
OBTAINED FROM THE BUYER OF THE SITE. THE OIL WAS WAS FOUND TO HAVE BEEN
ABANDONED PROPERLY BY THE ESA PREPARER.
16. Structural backfill is required in all areas where mains will be located under pavement.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
17. (Sheet 4&5) Please label the sanitary sewer main material types as SDR26-ASTM F679 or ductile iron.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
18. (Sheet 4) Please revise "encasement in concrete" note, as it should read cement stabilized backfill. This
standard is not covered in Detail S4-02, please revise.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
19. (Sheet 4) In areas where cover is less than 3.5-ft, please provide cement stabilized backfill.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
20. (Sheet 4) Please verify the availability of 15-in DIP for the aerial crossing, as it may only come in 12 and
16.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
21. (Sheet 4)The required pier size for a 15-in or 16-in pipe is a 34-in to 36-in pier, please revise note.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
22. (Sheet 4) Please revise note"See Detail S2-00"to Detail S4-00.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
23. (Sheet 4) For the aerial crossing please note the use of MJ bells with retaining glands, which should be
located at the piers.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
24. (Sheet 4) Please verify design with BCS Unified Guidelines, Specs and Detail. Detail S4-00 illustrates
piers as needing to be a min. of 6-ft below grade.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
NOTE: Any changes made to the plans, that have not been requested by the City
of College Station, must be explained in your next transmittal letter and "bubbled"
on your plans. Any additional changes on these plans that have not been pointed
out to the City, will constitute a completely new review. 3 of 6
25. (Sheet 4) Concerning the sanitary sewer aerial crossing, please provide the
runs that depict the proposed floodway encroachment to result in a zero rise
per Flood Hazard Protection Ordinance, Section 5.G.2.d.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
26. (Sheet 5) The line termination at the property line must terminate in a
manhole or a full length of pipe with a clean-out.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
27. (Sheet 6 & 7) Please provide slope of proposed water main layout. Please
read the "Flushing Design" requirement in the BCS Design Guidelines to
verify that additional air relief valves and flushing appurtenances are not
needed.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
28. (Sheet 6 & 7) Please read TCEQ 290.44.f.2, pertaining to water lines laid
under flowing or intermittent streams. You will need to provide a valve on either
side of the encasement in these areas.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
29. (Sheet 6 & 7) Please read BCS Design Guidelines, Domestic Water,
specifically the "Crossing" section. Please verify that the below grade creek
crossing encasement is adequate in length.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
30. (Sheet 6 & 7) The required encasement pipe for a 10-in main is an 18-in
casing.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
31 . (Sheet 6 & 7) In profile, please provide detail of vertical transitions.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
32. (Sheet 6 & 7) A gate valve is required every 800-ft.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
33. (Sheet 6 & 7) Two gate valves should be used in all tees, such as the fire
hydrant locations, and may satisfy the previous comment.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
34. (Sheet 6 & 7) Please label the water main material type: Pressure Class 200,
DR-14, AWWA C-909.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
35. (Sheet 6 & 7) Please illustrate all valves, hydrants, bends, connections,
fittings, etc in profile as done in plan view.
DRAWING WILL BE REVISED, DUPLICATE COMMENT FROM PRELIM. PLAT
36. FYI for Site Plan - Staff noticed that the dumpster is located on an easement.
Please be aware of the following and add a note to the site plan that states
that if utilities need to be accessed within the easement and the dumpster
enclosure needs to be removed, that it will be the owner's responsibility to
repair or replace the structure.
NOTE ADDED
37. FYI for Site Plan — The fire code only allows for 200 dwelling units per access
point.
ACKNOWLEGED, 196 UNITS IN PHASE ONE
38. In addition to the following standard comments, if more than 5 acres will be
disturbed during construction of this project a NOI must be filed with the state
and a copy provided to the CoCS. Storm water management requirements
are as follows, any questions may be directed to Donnie Willis, CoCS
Drainage Inspector, at 979-764-6375:
ALL SWP3 AND NOI PROVISIONS WILL BE FOLLOWED
Storm Water Discharges from Small Construction Activities
The Texas Commission on Environmental Quality has issued a general permit
for construction activities under the Texas Pollution Discharge Elimination
System. The general permit (TXR150000) is for construction activities
disturbing at least 1 but less than 5 acres or is part of a common plan of
development disturbing at least 1 but less than 5 acres.
You will need to follow these steps to discharge storm water from your
construction site to the City of College Station's Municipal Separate Storm
Water Sewer System (MS4):
1. Read the general permit (TXR150000) to make sure it applies to your
situation.
2. Adhere to the requirements of the general permit (TXR150000).
3. Prepare and implement a Storm Water Pollution Prevention Plan in
accordance with Part III of the general permit (TXR150000).
4. Sign and post a construction site notice.
NOTE: Any changes made to the plans, that have not been requested by the City
of College Station, must be explained in your next transmittal letter and "bubbled"
on your plans. Any additional changes on these plans that have not been pointed
out to the City, will constitute a completely new review. 4 of 6
5. At least 2 days before beginning construction, provide a copy of the site
notice to the operator of any Municipal Separate Storm Water Sewer System
(MS4) into which storm water will be discharged.
A MS4s include streets, channels, gutters, ditches or anything else that is
publicly owned, designed or used to collect or transport storm water.
As long as you meet the conditions of this general permit, you are authorized to
discharge storm water.
No notice of intent (NOI), notice of termination (NOT), or fee is required under
this option—as long as the requirements of this general permit are followed.
This particular general permit will expire at midnight on March 5, 2008.
A copy of General Permit TXR150000 can be obtained from TCEQ at:
http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/t
xr150000.pdf
A copy of the construction site notice can be obtained from TCEQ at:
http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/t
xr152d2.pdf
Reviewed by: Josh Norton Date: June 18, 2007
ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION
SEE RESPONSES TO THE COMMENTS IN THE PRELIMINARY PLAT
1 . Developer provides temporary blanket easement for construction purposes.
SUBMITTED
2. Developer provides easements for electric infrastructure as installed for
electric lines (including street lights).
3. Electrical and/or Public Utility Easements will be requested by College Station
Utilities as the master plan and individual phase plats are submitted.
4. Due to an extended lead time for transformer deliveries a current plat and/or
site plan needs to be submitted to Brent Read at College Station Utilities as
soon as possible.
GENERAL ELECTRICAL COMMENTS
1. Developer installs conduit per City specs and design.
2. City will provide drawings for conduit installation.
3. Developer provides 30' of rigid or IMC conduit for riser poles. City installs riser.
4. Developer to intercept existing conduit at designated transformers and extend
as required.
5. If conduit does not exist at designated transformer, developer to furnish and
install conduit as shown on electrical layout.
6. Developer pours transformer pad(s) per City specs and design.
7. Developer installs pull boxes and secondary pedestals as per City specs and
design (pull boxes and secondary pedestals provided by the City).
8. Developer provides digital AutoCAD 2000 or later version of plat and/or site
plan. Email to bread@cstx.gov.
9. Developer provides load data for project.
10. To discuss any of the above electrical comments please contact Brent Read
at 979.764.5026.
Reviewed by: Brent Read Date: June 13, 2007
NOTE: Any changes made to the plans, that have not been requested by the City
of College Station, must be explained in your next transmittal letter and "bubbled"
on your plans. Any additional changes on these plans that have not been pointed
out to the City, will constitute a completely new review. 5 of 6
FIRE
1. No comments
Reviewed by: Steve Smith Date: 06/12/07
1101 Texas Avenue, P.O. Box 9960
College Station, Texas 77842
CITY of COLLEGE STATION Phone 979.764.3570 / Fax 979.764.3496
MEMORANDUM
June 18, 2007
TO: Ryan Griffis, via email
FROM: Lindsay Boyer, AICP, Staff Planner
SUBJECT: 2818 PLACE - PLACE PROPERTIES PH.1 (FP) - Final Plat
Staff reviewed the above-mentioned final plat as requested. The following page is a complete
list of staff review comments detailing items that need to be addressed. If all comments have
been addressed and the following information submitted by Monday, June 25th, 10:00 a.m.,
your project will be placed on the next available Planning and Zoning Commission meeting
scheduled for, Thursday, July 19th, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas
Avenue.
One (1) 24"x36" copies of the revised final plat;
Sixteen (16) 11"x17" copies of the revised final plat;
One (1) Mylar original of the revised final plat; and
One (1) copy of the digital file of the final plat on diskette or e-mail to
sgriffin@cstx.gov and awelsh@cstx.gov.
Upon receipt of the required documents for the Planning & Zoning meeting, your project will be
considered formally filed with the City of College Station. Please note that if all comments have
not been addressed your project will not be scheduled for a Planning & Zoning Commission
meeting. Your project may be placed on a future agenda once all the revisions have been made
and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the
agenda and staff report can be accessed at the following web site on Monday the week of the
P&Z meeting.
http://www.cstx.gov/home/index.asp?page=2481
If you have any questions or need additional information, please call me at 979.764.3570.
Attachments: Staff review comments
cc: Randall Siemon, via email
Case file #07-00500136
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City, will constitute a completely new review. 1 of 6
STAFF REVIEW COMMENTS NO. 1
Project: 2818 PLACE - PLACE PROPERTIES PH.1 (FP) - 07-00500136
PLANNING
1. Application: Plats dedicating public infrastructure cannot be Minor Plats. The additional $100
for a final plat is required.
2. Title block should include "Final Plat"
3. Remove certification of approval by City Council.
4. Remove the Attest line from certificate of approval by Planning and Zoning Commission.
5. Remove building lines and include note that all setbacks are according to the City of College
Station Unified Development Ordinance.
6. Remove all existing and proposed utility lines. Only existing and proposed easements,
floodplain, zoning and lot lines should be shown on the final plat.
7. Remove topographic lines.
8. Utility easements are required along the rear of all property (Subdivision Regulations,
Section 8-1.2).
9. Off-site easements cannot be dedicated by plat since they are outside the bounds of the
subdivision. You will need to file the proposed easement for the sewer by separate
instrument.
10. We do not have any of the required dedication forms for this property from the Parks
Department. Plats must be reviewed by Parks staff for administrative fee dedications where
land dedication would be less than 3 acres, or reviewed by the Parks and Recreation
Advisory Board prior to scheduling this plat for Planning and Zoning.
11. Due to an incomplete submittal on the deadline, the following departments have not yet
received this file and we do not have their comments — TxDOT, BTU, Verizon, Suddenlink,
Police, Atmos, Sanitation, Parks, Utilities, and Fire. Their deadline for comment is June 18th
Construction document comments are due July 2'd. You will receive complete comments on
June 18th. We are unable to schedule this plat for the July 5th meeting since this plat has not
yet been reviewed by all reviewing entities.
12. New comment: Per our Commercial Building Plans Examiner, Benjamin McCarty — "I
reviewed the plans for Place Properties phasing plan (included with the building plans).
Each phase has handicapped parking shown; however, the handicapped parking spaces
are not van spaces and need to be handicapped van-accessible parking spaces to comply
with section 1106.5 of the 2006 International Building Code. Please have them adjust the
site plan to reflect the above comment."
13. Please note that any changes made to the plans, that have not been requested by the City
of College Station, must be explained in your next transmittal letter and "bubbled" on your
plans. Any additional changes on these plans that the City has not been made aware of will
constitute a completely new review.
Reviewed by: Lindsay Boyer, Staff Planner Date: June 11, 2007
ENGINEERING COMMENTS NO. 1 (Preliminary & Final Plat Comments)
1. Please provide an utility easement along the east property line.
2. The final plat illustrates an 18-in sanitary sewer main extension; however the construction
documents illustrate a 15-in main.
Reviewed by: Josh Norton Date: June 18, 2007
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City, will constitute a completely new review. 2 of 6
ENGINEERING COMMENTS NO. 1 (Construction Document Comments)
1. Please submit sanitary sewer report, verifying capacity and the ability for future extension.
2. Please submit water system report.
3. Please submit letter of acknowledgement, which can be found on bcsunited.net.
4. Please submit erosion control plan.
5. Please provide engineer's cost estimate for the public infrastructure improvements.
6. Please submit the temporary blanket easement dedication application and all appropriate
supporting documentation. The temporary blanket easement needs to be dedicated to the
City and processed thru the Planning and Development Services office.
7. Please provide TxDOT permit application for any utility or access construction activities that
will take place in the TxDOT right-of-way. These applications should be submitted to the
City of College Station Planning and Development Services office for review to be forwarded
to TxDOT.
8. Please provide a description of intent to extend the proposed water system to Lot 2 and
ultimately looped back to 2818, to meet the City's looping requirements. It may also be
helpful in this description to explain the timeline for build out of the 2 sites.
9. Please look at the BCS Design Guidelines, Domestic Water, specifically under "Horizontal
Layout", which discourages placing fittings and connection under pavement.
10. Would it be possible to run the water main along the eastern property line, it appears that
may accomplish the requirements with a shorter run of pipe, as well as address the previous
comment.
11. The final plat illustrates an 18-in sanitary sewer main extension: however the construction
documents illustrate a 15-in main.
12. The BCS Design Guidelines do not address the use of 15-in sanitary sewer mains, however
if your sanitary sewer report shows the need for a 15-in main then it should be addressed in
your letter of acknowledgement for "Special Designs".
13. Please provide the detailed construction documents for the connection to the sanitary sewer
lift station. The lift station area will need to be repaired to pre-construction conditions.
14. Please provide the easement dedication application and all appropriate supporting
documentation for the 20-PUE needed to cross the Preston-Shepard tract. This PUE needs
to be dedicated to the City and processed thru the Planning and Development Services
office.
15. There appears to have been an oil well site on this property in the past, please provide
documentation that this well site has been properly abandoned.
16. Structural backfill is required in all areas where mains will be located under pavement.
17. (Sheet 4 & 5) Please label the sanitary sewer main material types as SDR26-ASTM F679 or
ductile iron.
18. (Sheet 4) Please revise "encasement in concrete" note, as it should read cement stabilized
backfill. This standard is not covered in Detail S4-02, please revise.
19. (Sheet 4) In areas where cover is less than 3.5-ft, please provide cement stabilized backfill.
20. (Sheet 4) Please verify the availability of 15-in DIP for the aerial crossing, as it may only
come in 12 and 16.
21. (Sheet 4) The required pier size for a 15-in or 16-in pipe is a 34-in to 36-in pier, please
revise note.
22. (Sheet 4) Please revise note "See Detail S2-00" to Detail S4-00.
23. (Sheet 4) For the aerial crossing please note the use of MJ bells with retaining glands, which
should be located at the piers.
24. (Sheet 4) Please verify design with BCS Unified Guidelines, Specs and Detail. Detail S4-00
illustrates piers as needing to be a min. of 6-ft below grade.
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City, will constitute a completely new review. 3 of 6
25. (Sheet 4) Concerning the sanitary sewer aerial crossing, please provide the runs that depict
the proposed floodway encroachment to result in a zero rise per Flood Hazard Protection
Ordinance, Section 5.G.2.d.
26. (Sheet 5) The line termination at the property line must terminate in a manhole or a full
length of pipe with a clean-out.
27. (Sheet 6 & 7) Please provide slope of proposed water main layout. Please read the
"Flushing Design" requirement in the BCS Design Guidelines to verify that additional air
relief valves and flushing appurtenances are not needed.
28. (Sheet 6 & 7) Please read TCEQ 290.44.f.2, pertaining to water lines laid under flowing or
intermittent streams. You will need to provide a valve on either side of the encasement in
these areas.
29. (Sheet 6 & 7) Please read BCS Design Guidelines, Domestic Water, specifically the
"Crossing" section. Please verify that the below grade creek crossing encasement is
adequate in length.
30. (Sheet 6 & 7) The required encasement pipe for a 10-in main is an 18-in casing.
31. (Sheet 6 & 7) In profile, please provide detail of vertical transitions.
32. (Sheet 6 & 7) A gate valve is required every 800-ft.
33. (Sheet 6 & 7) Two gate valves should be used in all tees, such as the fire hydrant locations,
and may satisfy the previous comment.
34. (Sheet 6 & 7) Please label the water main material type: Pressure Class 200, DR-14,
AWWA C-909.
35. (Sheet 6 & 7) Please illustrate all valves, hydrants, bends, connections, fittings, etc in profile
as done in plan view.
36. FYI for Site Plan - Staff noticed that the dumpster is located on an easement. Please be
aware of the following and add a note to the site plan that states that if utilities need to be
accessed within the easement and the dumpster enclosure needs to be removed, that it will
be the owner's responsibility to repair or replace the structure.
37. FYI for Site Plan —The fire code only allows for 200 dwelling units per access point.
38. In addition to the following standard comments, if more than 5 acres will be disturbed during
construction of this project a NOI must be filed with the state and a copy provided to the
CoCS. Storm water management requirements are as follows, any questions may be
directed to Donnie Willis, CoCS Drainage Inspector, at 979-764-6375:
Storm Water Discharges h urges from Small Construction Activities
The Texas Commission on Environmental Quality has issued a general permit for construction
activities under the Texas Pollution Discharge Elimination System. The general permit
(TXR150000) is for construction activities disturbing at least 1 but less than 5 acres or is
part of a common plan of development disturbing at least 1 but less than 5 acres.
You will need to follow these steps to discharge storm water from your construction site to the
City of College Station's Municipal Separate Storm Water Sewer System (MS4):
1. Read the general permit (TXR150000) to make sure it applies to your situation.
2. Adhere to the requirements of the general permit (TXR150000).
3. Prepare and implement a Storm Water Pollution Prevention Plan in accordance with Part 111
of the general permit (TXR150000).
4. Sign and post a construction site notice.
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City, will constitute a completely new review. 4 of 6
5. At least 2 days before beginning construction, provide a copy of the site notice to the
operator of any Municipal Separate Storm Water Sewer System (MS4) into which storm
water will be discharged.
A MS4s include streets, channels, gutters, ditches or anything else that is publicly owned,
designed or used to collect or transport storm water.
As long as you meet the conditions of this general permit, you are authorized to discharge
storm water.
No notice of intent (NOI), notice of termination (NOT), or fee is required under this option—as
long as the requirements of this general permit are followed.
This particular general permit will expire at midnight on March 5, 2008.
A copy of General Permit TXR150000 can be obtained from TCEQ at:
http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/txr150000.pdf
A copy of the construction site notice can be obtained from TCEQ at:
http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/txr152d2.pdf
Reviewed by: Josh Norton Date: June 18, 2007
ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION
1. Developer provides temporary blanket easement for construction purposes.
2. Developer provides easements for electric infrastructure as installed for electric lines
(including street lights).
3. Electrical and/or Public Utility Easements will be requested by College Station Utilities as the
master plan and individual phase plats are submitted.
4. Due to an extended lead time for transformer deliveries a current plat and/or site plan needs
to be submitted to Brent Read at College Station Utilities as soon as possible.
GENERAL ELECTRICAL COMMENTS
1. Developer installs conduit per City specs and design.
2. City will provide drawings for conduit installation.
3. Developer provides 30' of rigid or IMC conduit for riser poles. City installs riser.
4. Developer to intercept existing conduit at designated transformers and extend as required.
5. If conduit does not exist at designated transformer, developer to furnish and install conduit
as shown on electrical layout.
6. Developer pours transformer pad(s) per City specs and design.
7. Developer installs pull boxes and secondary pedestals as per City specs and design (pull
boxes and secondary pedestals provided by the City).
8. Developer provides digital AutoCAD 2000 or later version of plat and/or site plan. Email to
bread@cstx.gov.
9. Developer provides load data for project.
10. To discuss any of the above electrical comments please contact Brent Read at
979.764.5026.
Reviewed by: Brent Read Date: June 13, 2007
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City, will constitute a completely new review. 5 of 6
FIRE
1. No comments
Reviewed by: Steve Smith Date: 06/12/07
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City, will constitute a completely new review. 6 of 6
4-ff
1101 Texas Avenue, P.O. Box 9960
CITY of COLLEGE STATIONCollege Station, Texas 77842
Phone 979.764.3570 / Fax 979.764.3496
MEMORANDUM
June 11, 2007
TO: Ryan Griffis, via email
FROM: Lindsay Boyer, AICP, Staff Planner
SUBJECT: 2818 PLACE - PLACE PROPERTIES PH.1 (FP) - Final Plat
Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff
review comments detailing items that need to be addressed. If all comments have been
addressed and the following information submitted by Monday, June 25th, 10:00 a.m., your
project will be placed on the next available Planning and Zoning Commission meeting
scheduled for, Thursday, July 19th, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas
Avenue.
One (1) 24"x36" copies of the revised final plat;
Sixteen (16) 11"x17" copies of the revised final plat;
One (1) Mylar original of the revised final plat; and
One (1) copy of the digital file of the final plat on diskette or e-mail to
sgriffin@cstx.gov and awelsh@cstx.gov.
Upon receipt of the required documents for the Planning & Zoning meeting, your project will be
considered formally filed with the City of College Station. Please note that if all comments have
not been addressed your project will not be scheduled for a Planning & Zoning Commission
meeting. Your project may be placed on a future agenda once all the revisions have been made
and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the
agenda and staff report can be accessed at the following web site on Monday the week of the
P&Z meeting.
http://www.cstx.gov/home/index.asp?page=2481
If you have any questions or need additional information, please call me at 979.764.3570.
Attachments: Staff review comments
cc: Randall Siemon, via email
Case file #07-00500136
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City,will constitute a completely new review. 1 of 2
STAFF REVIEW COMMENTS NO. 1
Project: 2818 PLACE - PLACE PROPERTIES PH.1 (FP) - 07-00500136
PLANNING
1. Application: Plats dedicating public infrastructure cannot be Minor Plats. The additional $100
for a final plat is required.
2. Title block should include "Final Plat"
3. Remove certification of approval by City Council.
4. Remove the Attest line from certificate of approval by Planning and Zoning Commission.
5. Remove building lines and include note that all setbacks are according to the City of College
Station Unified Development Ordinance.
6. Remove all existing and proposed utility lines. Only existing and proposed easements,
floodplain, zoning and lot lines should be shown on the final plat.
7. Remove topographic lines.
8. Utility easements are required along the rear of all property (Subdivision Regulations,
Section 8-1.2).
9. Off-site easements cannot be dedicated by plat since they are outside the bounds of the
subdivision. You will need to file the proposed easement for the sewer by separate
instrument.
10. We do not have any of the required dedication forms for this property from the Parks
Department. Plats must be reviewed by Parks staff for administrative fee dedications where
land dedication would be less than 3 acres, or reviewed by the Parks and Recreation
Advisory Board prior to scheduling this plat for Planning and Zoning.
11. Due to an incomplete submittal on the deadline, the following departments have not yet
received this file and we do not have their comments — TxDOT, BTU, Verizon, Suddenlink,
Police, Atmos, Sanitation, Parks, Utilities, and Fire. Their deadline for comment is June 18th
Construction document comments are due July 2nd. You will receive complete comments on
June 18th. We are unable to schedule this plat for the July 5th meeting since this plat has not
yet been reviewed by all reviewing entities.
12. The construction documents and reports are still under review and may affect the plat.
13. Please note that any changes made to the plans, that have not been requested by the City
of College Station, must be explained in your next transmittal letter and "bubbled" on your
plans. Any additional changes on these plans that the City has not been made aware of will
constitute a completely new review.
Reviewed by: Lindsay Boyer, Staff Planner Date: June 11, 2007
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be
explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans
that have not been pointed out to the City,will constitute a completely new review. 2 of 2